WQ0040910_Application (FTSE)_20190417

State of North Carolina
Department of Environmental Quality
DWR Division of Water Resources
15A NCAC 02T .0300 -- FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Division of Water Resources FTA 04-16 & SUPPORTING DOCUMENTATION
Application Number: K4001fo - l l O (to he completed by DWR)
All items must be completed or the application will be returned
1. APPLICANT INFORMATION:
I. Applicant's name: SANFORD COMMONS LLC (company, municipality, HOA, utility, etc.)
2. Applicant type: ❑ Individual ® Corporation ❑ General Partnership ❑ Privately -Owned Public Utility
❑ Federal ❑ State. -County ❑ Municipal ❑ Other
3. Signature authority's name: NICHOLAS BROWN per 15A NCAC 02T .0106(b}
Title: MANAGER
4. Applicant's mailing address: 700 EXPOSITION PL STE 131
City: RALEIGH State: NC Zip: 27615-.
5. Applicant's contact information:
Phone number: [phone] Email Address: NICKBROWNCNDBCOMMERCIAL.COM
11. PROJECT INFORMATION:
I. Projectname: SgN�GjzI: (60A/ VJ& l tee PI+,A��
2. ApplicationlProject status: ❑ New Proposed Pro Permit
p { } ®Existing Permit/Project
If a modification, provide the existing permit number: WQ00_ and issued date: 5-3-79 SERIAL NO 2785
If new construction but part of a master plan, provide the existing permit number: WQ00�
3. County where project is located. LEE
4. Approximate Coordinates (Decimal Degrees): Latitude: 35.458 Longitude:-79.144
5. Parcel ID (if applicable): 965272323100
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(or Parcel ID to closest downstream sewer)
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III. CONSULTANT INFORMATION:
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1. Professional Engineer. JOHN EDWARDSLicense Number: 10078
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Firm: JOHN EDWARDS CO
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Mailing address: 333 WADE AVE
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City: RALEIGH State: NC Zip: 27605-
Phone number: (919) 8284428 Email Address: JOHNNYRi JAECO.COM
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IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: BIG BUFFLOE WWTF Permit Number: NC 0024147
Owner Name: CITY OF SANFORD
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF):
1. Permit Number(s)- WQ Downstream (Receiving) Sewer Size: inch
e�G�
Svstem Wide Collection System Permit Numbers if licable : W CS go
^. Y (.) � gip. _ ..3 Q �
Owner Name(s): CITY OF SANFORD
FORM: FTA 04-16 Page 1 of5

VI. GENERAL REQUIREMENTS
I. If the Applicant is a Privately -Owned Public Utility, has a Certificate of Public Convenience and Necessity been attached?
❑ Yes ❑No ®NIA
2. If the Applicant is a Developer of lots to be sold, has a Developer's Operational Agreement ( FORM: DEV) been attached'
❑ Yes ❑No ®N.'A
3. If the Applicant is a Home°Property Owners'. Association, has an Operational Agreement (FORM: HOA} been attached?
❑ Yes ❑No ®N!A
4. Origin of wastewater: (check all that apply):
❑ Residential Owned ❑ Retail (stores, centers, malls) ❑ Car Wash
❑ Residential Leased ® Retail with food preparation/service ❑ Hotel andlor Motels
❑ SchooI 1 preschool / day care ❑ Medical / dental f veterinary facilities ❑ Swimming Pool 'Clubhouse
❑ Food and drink facilities ❑ Church ❑ Swimming PoollFilter Backwash
❑ Businesses 1 offices 1 factories ❑ Nursing Home ❑ Other (Explain in Attachment)
5. Nature of wastewater: 100 °l° Domestic?'Commercial % Commercial
_ % Industrial (See 15A NCAC 02T .0103(20))
Its there a Pretreatment Program in effect? ❑ Yes ❑ No
6. Hasa flow reduction been approved under 15A NCAC 02T .01 IALO? []Yes ®No
If ves, provide a ropy of flow reduction apnroval letter
7. Summarize wastewater generated by project:
Establishment Type (see OIT.01 IAf W
Daily Design Flow "'b
No. of Units
Flow
RESTAURANT, FULL SERVICE
40 gal/SEAT
110
4400 GPD
gall
GPD
gall
GPD
gall
GPD
gall
GPD
gall
GPD
Total
4400 GPD
a See I SA NCAC 02T .01 I4{b). (d), (eX 11 ands for caveats to wastewater design flow rates (i.e., minimum flow per
dwelling; proposed unknown non-residential development uses; public access facilities located near high public use
areas; and residential property located south or east of the Atlantic Intracoastal Waterway to be used as vacation rentals
as defined in G.S. 42A4).
b Per 15A NCAC 02T .0114(c), design flow rates for establishments not identified [in table I5A NCAC 02T.01141 shall
be determined using available flow data, water using fixtures, occupancy or op ration patterns, and other measured data.
8. Wastewater generated by project: 4400 GPD (per 15A NCAC 02T .0114)
Do not include future flows or previously permitted allocations
If permitted flow is zero, indicate why
❑ Pump Station or Gravity Sewer where flow will be permitted in subsequent permits that connect to this line
❑ Flow has already been allocated in Permit Number:
❑ Rehabilitation or replacement of existing sewer with no new flow expected
❑ Other (Explain):
FORM: FTA 04-16 Page 2 of 5

VII. GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T .0305 & MDC (Gravity Sewers);
1. Summarize gravity sewer to be permitted:
, Section 11 & III of the MDC for Permitting of Gravity Sewers contains information related to design criteria
%- Section III contains information related to minimum slopes for gravity sewer(s)
Oversizing lines to meet minimum slope requirement is not allowed and a violation of the MDC
Vill. PUMP STATION DESIGN CRITERIA (If Applicable) — O2T .0305 & MDC (Pump Stations/Force Mains):
COMPLETE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
1. Pump station number or name:
2. Approximate Coordinates (Decimal Degrees): Latitude: Longitude:
3. Design flow of the pump station: . millions gallons per day (firm capacity)
4. Operational point(s) of the pump(s): gallons per minute at feet total dynamic head (TDH)
5. Summarize the force main to be permitted (for this Pump Station):
Size (inches) Length (feet) Material
6. Power reliability in accordance with 15A NCAC 02T .0305(h)(1):
❑ Standby power source or pump with automatic activation and telemetry - 15A NCAC 02T .0305(h)(1)(B)_
Required for all pump stations with an average daily flow greater than or equal to 15,000 gallons per day
i Must be permanent to facility
Or if the pump station has an average daily flow less than 15,000 gallons per day:
❑ Portable power source with manual activation, quick -connection receptacle and telemetry - 15A NCAC 02T
.0305(h)(1)(C)
or
❑ Portable pumping unit with plugged emergency pump connection and telemetry - 15A NCAC 02T .0305(h)(1)(C):
It shall be demonstrated to the Division that the portable source is owned or contracted by the applicant (draft agreement)
and is compatible with the station.
i- If the portable power source or pump is dedicated to multiple pump stations, an evaluation of all the pump stations'
storage capacities and the rotation schedule of the portable power source or pump, including travel timeframes, shall be
provided in the case of a multiple station power outage.
FORM: FTA 04-16 Page 3 of 5

IX. SETBACKS & SEPARATIONS — (02B .0200 & ISA NCAC 02T.0305(f)):
I. Does the project comply with all separations found in 15A NCAc� 02T .0305(tn & (g)
i 15A NCAC 02T.0305(f) contains minimum separations that shall be provided for sewer systems:
® Yes ❑ No
Setback Parameter*
Separation Required
Storm sewers and other utilities not listed below (vertical)
24 inches
Water mains (vertical -water over sewer including in benched trenches)
18 inches
Water mains (horizontal)
10 feet
Reclaimed water lines (vertical - reclaimed over sewer)
18 inches
Reclaimed water lines (horizontal - reclaimed over sewer)
2 feet
"Any private or public water supply source, including any wells, WS-I waters of Class I or
Class 11 impounded reservoirs used as a source of drinking water
100 feet
"Waters classified WS (except WS-1 or WS-V), B, SA, ORW, HQW, or SB from normal
high water (or tide elevation) and wetlands (see item IX.2)
50 feet
"Any other stream, lake, impoundment, or ground water lowering and surface drainage
ditches
10 feet
Any building foundation
5 feet
Any basement
10 feet
Top slope of embankment or cuts of 2 feet or more vertical height
10 feet
Drainage systems and interceptor drains
5 feet
Any swimming pools
10 feet
Final earth grade (vertical)
36 inches
15A NCAC 02T.0305(g) contains alternatives where separations in 02T.0305(f) cannot be achieved.
"Stream classifications can be identified using the Division's NC Surface Water Classifications webpage
If noncompliance with 02T.0305(i) or(g}, see Section X of this application
2. Does the project comply with separation requirements for wetlands? (50 feet of separation) ❑ Yes ❑ No ® N-A
:- See the Division's draft separation requirements for situations where separation cannot be meet
No variance is required if the alternative design criteria specified is utilized in design and construction
As built documents should reference the location of areas effected
3. Does the project comply with setbacks found in the river basin rules per 15A NCAC 0213 .0200? ❑ Yes ❑ No ® N'A
i This would include Trout Buffered Streams per 15A NCAC 213.0202
4. Does the project require coveragefauthorizat ion under a 404 Nationwide or ❑ Yes ® No
individual permits or 401 Water Quality Certifications?
�- Information can be obtained from the 401 & Buffer Permitting Branch
5. Does project comply with I5A NCAC 02T.0105(c)(6) (additional permitsicertiFications)? ® Yes ❑ No
Per 15A NCAC 02T.0I05(c, fi , directly related environmental permits or certification applications are being prepared, have
been applied for, or have been obtained. Issuance of this permit is contingent on issuance of dependent permits (erosion and
sedimentation control plans, stormwater management plans, etc.).
6. Does this project include any sewer collection lines that are deemed "high -priority?"
Per 15A NCAC 02T.0402, "high -priority sewer" means "any aerial sewer, sewer contacting surface waters, siphon, or sewer
positioned parallel to streambanks that is subject to erosion that undermines or deteriorates the sewer.
❑ Yes ® No ❑ N 'A
If yes, include an attachment with details for each line, including type (aerial line, size, material, and location).
High priority lines shall be inspected by the permittee or its representative at least once every six -months and
inspections documented per 15A NCAC 02T.0403(a)(5) or the permitee's individual System -Wide Collection permit.
FORM: FTA 04-16 Page 4 of 5

X. CERTIFICATIONS:
I. Does the submitted system comply with 15A NCAC 02T, the Minimum. Design Criteria for the, Permitting of Pum ,Stations
and Force Mains (latest version), and the Gravity Sewer Minimum Design Criteria (latest version l as applicable?
® Yes ❑ No
If No, complete and submit the Variance/Alternative Design Request application (VADC 10-14) and supporting documents
for review. AAnoroval of the request is reuuired prior to submittal of the Fast Track Application and supporting
documents.
2. Professional Engineer's Certification:
attest that this application for
(Professional Engineer's name from Application Item IIL1.)
has been reviewed by me and is accurate, complete and consistent with the information supplied in the plans, specifications,
engineering calculations, and all other supporting; documentation to the best of my knowledge. I further attest that to the best
of my knowledge the proposed design has been prepared in accordance with the applicable regulations, Gravity Sewer
Minimum Design Criteria for Gravity Sewers (latest version), and the Minimum Design Criteria for the Fast -Track
Permitting of Pump Stations and Force Mains (latest version). Although other professionals may have developed certain
portions of this submittal package, inclusion of these materials under my signature and seal signifies that I have reviewed this
material and have judged it to be consistent with the proposed design.
NOTE — In accordance with General Statutes 143-215.6A and 143-215.6B, any person who knowingly makes any false
statement, representation, or certification in any application package shall be guilty of a Class 2 misdemeanor, which may
include a fine not to exceed $10,000, as well as civil penalties up to $25,000 per violation.
_........ ............
�5.
North Carolina Professional Engineer's seal, signature, and date:-} +i
re/n
t S 7 w�
10078
.. ........ �.
3. Applicant's Certificatio 15A N .0106(b):
I, _ =zt,� S , JfQW�! a attest that this application for
Signature Aut 3arity's name & title from Application Item 1.31
has been reviewed by me and is accurate and complete to the best of my knowledge. f understand that if all required parts of
this application are not completed and that if all required supporting documentation and attachments are not included, this
application package is subject to being returned as incomplete. I understand that any discharge of wastewater from this non -
discharge system to surface waters or the land will result in an immediate enforcement action that may include civil penalties,
injunctive relief, and/or criminal prosecution. I will make no claim against the Division of Water Resources should a
condition of this permit be violated. I also understand that if all required parts of this application package are not completed
and that if all required supporting information and attachments are not included, this application package will be returned to
me as incomplete.
NOTE In accordance with General Statutes 143-215.6A and 143-215.6B, any person who knowingly makes any false
statement, representation, or certification in any application package shall be guilty of a Class 2 misdemeanor, which may
include a fine not to exceed $10,000 as well as civil penalties up to $25,000 per violation.
Signature: _ _ _ Date: 3wi
FORM: FTA 04-16 Page 5 of5

DWR
State of North Carolina
Department of Environmental Quality
Division of Water Resources
Division of Water Resources Flow Tracking/Acceptance for Sewer Extension Applications
(FTSE 04- I6)
Entity Requesting Allocation: C _S Af,?, ,opD Cm
Ay A4a�ys L. G G
Project Name for which flow is being requested: Cameron Commons
More than one FTSE may be required far a single project if the owner of the WWTP is not responsible far all pump
stations along the route of the proposed wastewater flow.
I. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: _Big Buffaloe WWTP
b. WWTP Facility Permit #: NC 0024147
All flows are in MGD
c. WWTP facility's permitted flow 12.0
d. Estimated obligated flow not yet tributary to the WWTP 1.18895
e. WWTP facility's actual avg. flow 4.616
f. Total flow for this specific request 0.0044
g. Total actual and obligated flows to the facility 5.80935
It. Percent of permitted flow used 48.41 %
11 Complete this section for each pump station you are responsible for along the route of this
proposed wastewater flow.
List pump stations located between the project connection point and the WWTP:
(A)
(B)
(C)
(D)=(B+C)
(E)=(A-D)
Design
Obligated,
Pump Average Daily
Approx.
Not Yet
Total Current
Station Firm Flow**
Current Avg_
Tributary
Flow Plus
(Name or Capacity, * (Firm / pf),
Daily Flow,
Daily Flow,
Obligated
Available
Number) MGD MGD
MGD
MGD
Flow
Capacity***
Little
3.60 1.44
1.041
0.31363
I.35463
0.08537
* The Firm Capacity of any pump station is defined as the maximum pumped flow that
can be achieved with the largest pump taken out of service.
** Design Average Daily Flow is the firm capacity of the pump station divided by a pealing
factor (pf) not less than 2.5.
*** A Planning Assessment Addendum shall be attached for each pump station located
between the project connection point and the WWTP where the Available Capacity is t 0.
Downstream Facility Name (Sewer):
Downstream Permit Number:
Page 1 of 6
FTSE 04-16

III. Certification Statement:
I Paul M. Weeks Jr., P.E. certify to the best of my knowledge that the addition of
the volume of wastewater to be permitted in this project has been evaluated along the route to the
receiving wastewater treatment facility and that the flow from this project is not anticipated to
cause any capacity related sanitary sewer overflows or overburden any downstream pump station
en route to the receiving treatment plant under normal circumstances, given the implementation of
the planned improvements identified in the planning assessment where applicable. This analysis
has been performed in accordance with local established policies and procedures using the best
available data. This certification applies to those items listed above in Sections I and II plus all
attached planning assessment addendums for which I am the responsible party. Signature of this
form indicates acceptance of this waste W.
ii I l
Signing Official Signature
Page 2 of 6
FTSE 04- 16

a
L& DATE: APRIL 9, 2019
JOHN
CO S FROMMPANY: JOHNNY EDWARDS ,�oq O
� ti
Consulting Engineers TO: STATE OF NORTH CAROLINA
And Land Surveyors DEPARTMENT OF ENVIROMENTAL QUALITY "� �r�•ti�
DMSION OF WATER RESOURCES
333 Wade Avenue
Raleigh, NC 27605
(919) 828- 428
[phone] fax
[[e-mail]
www.jaeco.com
RE: CAMERON COMMONS — FAST TRACT APPLICATION FTA 04-16
This sewer application is to relocate 310 L.F. of existing 6" PVC sewer to allow for new construction of
two restaurants in an existing shopping center. The flow allocation requested is for the two new
restaurants with a total of 110 seats.
Included with this application:
I . Two sets of plans
2. Application fee $480.00
3. F CA-04-16 application
4. Flow tracking acceptance form
S. Site Map
f

�'�I ,�. LIMITED LIABILITY COMPANY ANNUAL REPORT
rrusorr�
NAME OF LIMITED LIABILITY COMPANY: Sanford Commons, LLC
Filing Of6w U= Only
SECRETARY OF STATE ID NUMBER: 1769649 STATE OF FORMATION: NC E - Filed Annual Report
1769649
REPORT FOR THE CALENDAR YEAR: 2019 �A� 101 911:0915
SECTION A: REGISTERED AGENT'S INFORMATION ❑Changas
1. NAME OF REGISTERED AGENT: D&N Development LLC
2. SIGNATURE OF THE NEW REGISTERED AGENT'
SIGNATURE CONSTITUTES CONSENT TO THE APPOINTMENT
3. REGISTERED OFFICE STREET ADDRESS S COUNTY 4. REGISTERED OFFICE MAILING ADDRESS
700 Exposition Place, Suite 131 700 Exposition Place, Suite 131
Raleigh, NC 27615 Wake County
SECTION B: PRINCIPAL OFFICE INFORMATION
Raleigh, NC_27615
1. DESCRIPTION OF NATURE OF BUSINESS: Real Estate Investment
2. PRINCIPAL OFFICE PHONE NUMBER: [phone] 3. PRINCIPAL OFFICE EMAIL: Privacy Redaction
4. PRINCIPAL OFFICE STREET ADDRESS & COUNTY 5. PRINCIPAL OFFICE MAILING ADDRESS
700 Exposition Place, Suite 131 700 Exposition Place, Suite 131
Raleigh, NC 27615 Ralei h, NC 27615
6. Select one of the following if applicable. (Optional see Instructions)
NC Dept of Environmental Quality
❑ The company is a veteran -owned small business
❑ The company is a service -disabled veteran -owned small business APR 17 2019
SECTION C: COMPANY OFFICIALS (Enter additional company officials in Section E, )
NAME: Nicholas Daniel Brown NAME:
TITLE: Manager TITLE:
ADDRESS: ADDRESS
700 Exposition Place, Suite 131
Raleigh, NC 27615
SECTION D: CERTIFICATION OF ANNUAL REPORT.
Nicholas Daniel Brown
Raleigh Regional Office
NAME:
TITLE:
ADDRESS:
Section D must be completed in its entirely by a persontbusiness entity_
SIGNATURE
Form must be signed by a Company Official listed under Section C of This form
Nicholas Daniel Brown
Print or Type Name of Company Official
3/28/2019
DATE
Manager
Print or Type Tole of Company Official
This Annual Report has been riled electronically.
MAIL TO: Secretary of State. Business Registration Division. Post ice Box 29525, Rataigh. NC 27626-0525

Cashion, Ted
From: Cashion, Ted
Sent: Wednesday, May 29, 2019 1:27 PM
To: [e-mail]; Johnny ([e-mail])
Cc: Robinson, Jason
Subject: Sanford Commons fast track sewer extension application
Nick and Johnny,
We are reviewing the subject application.
Please provide the information required in item V of the application:
- downstream sewer permit number
- downstream (receiving) sewer size
- system wide collection system permit number.
We'll continue review/drafting the permit upon submittal and review of this information.
Thx
ted
Ted Cashion
Water Quality Regional Operations
Division of Water Resources
NC Department of Environmental Quality
Raleigh Regional Office
919-791-4254
[e-mail]
1628 Mail Service Center
Raleigh, NC 27699-1628
3800 Barrett Drive
Raleigh, NC 27609
ID E
-
:�, F �. L JN Q
UCplllsntnl OI EflYiTOiLTIiR:Jl Ot1711ty
Subscribe to Collection System & Sewer Permitting Updates
Email correspondence to and from this address may be subject to the North Carolina Public Records Low and may be
disclosed to third parties unless the content is exempt by statute or other regulation.

Robinson, Jason
From: Johnny Edwards <[e-mail]>
Sent: Thursday, April 18, 2019 5:06 PM
To: Robinson, Jason; [e-mail]
Cc: Cashion, Ted; Richardson, Cheryl
Subject: [External] RE: Sanford/Cameron Commons Sewer Application
Sorry for the confusion.
The name of the project has been changing and has now been officially named SANFORD COMMONS
Thanks
Johnny Edwards, PE, PLS
CEO -John A. Edwards & Company
333 Wade Ave
Raleigh, NC 27605
919-828-4428 phone
919-828-4711 fax
www.iaeco.com
From: Robinson, Jason fmailto:jason.t.robinson@ncdenr.00v]
Sent: Thursday, April 18, 2019 10:01 AM
To: nickbrown(dndbcommercial.com; Johnny Edwards
Cc: Cashion, Ted; Richardson, Cheryl
Subject: Sanford/Cameron Commons Sewer Application
Mr. Brown and Mr. Edwards,
We recently received an application for the referenced project. The project name is not filled -out on the application,
and in the supporting documents there's references to both "Sanford Commons" and "Cameron Commons".
Please let us know the name of this project and we will complete this section of the application.
Thanks
Jason
------------
Jason T. Robinson, P.E.
Raleigh Regional Office
Water Quality Regional Operations
Division of Water Resources, DEQ
919-791-4200
"Subscribe to Collection System & Sewer Permitting Updates"

Cashion, Ted
From: Johnny Edwards <[e-mail]>
Sent: Thursday, May 30, 2019 7:52 AM
To: Cashion, Ted
Subject: [External] FW: Sanford Commons fast track sewer extension application
F ernal email.: n9t t links or open attadhmerft unless you verify. Send ail suspicious ema l as an attachment to
acu n v
See e-mail below from the City of Sanford regarding the downstream sewer. The size is 8". Let me know if you need
additional info
Thanks
Johnny Edwards, PE, PLS
CEO - John A. Edwards & Company
333 Wade Ave
Raleigh, NC 27605
919-828-4428 phone
919-828-4711 fax
www.jaeco.com
From: Michael Lamping[mailto:[e-mail]]
Sent: Wednesday, May 29, 2019 4:57 PM
To: Johnny Edwards
Subject: RE: Sanford Commons fast track sewer extension application
The downstream sewer was permitted decades ago and I don't know the permit number. For the size, I would go with
the size your surveyor picked up, just in case our records aren't 100% accurate. The City's WWTP permit number is NC
0024147. Hope that helps
Michael Lamping, P.E.
Civil Engineer
City of Sanford, Engineering Division
P.O. Box 3729
225 E. Weatherspoon St.
Sanford, N.C. 27331-3729
919-777-1121 (P)
919-774-8179 (F)
www.sanfordnc.net
From: Johnny Edwards <iohnnv(@JAECO.COM>
Sent: Wednesday, May 29, 2019 2:56 PM
To: Michael Lamping<michael.lamging(@sanfordnc.net>
Subject: FW: Sanford Commons fast track sewer extension application

Michael
See previous e-mail from NCDENR for our fast track sewer permit for Sanford Commons.
Can you help with the requested additional information
Thanks
Johnny Edwards, PE, PLS
CEO - John A. Edwards & Company
333 Wade Ave
Raleigh, NC 27605
919-828-4428 phone
919-828-4711 fax
www.laeco.com
From: Nick Brown [mailto:nickbrownna NDBcommerciai com]
Sent: Wednesday, May 29, 2019 2:46 PM
To: Johnny Edwards
Cc: daniel.brownadvisorvnapmail.com
Subject: FW: Sanford Commons fast track sewer extension application
Johnny,
I will defer to you to send the NCDENR stuff requested. Just let me know if I need to do anything..___
Nick Brown
NDB Commercial Real Estate
[phone] EXT 21
[phone] Cell
From: Cashion, Ted [mailto:ted.cashion ncdenr. ov]
Sent: Wednesday, May 29, 2019 1:27 PM
To: Nick Brown; Johnny (Johnnv0jaeco.com)
Cc: Robinson, Jason
Subject: Sanford Commons fast track sewer extension application
Nick and Johnny,
We are reviewing the subject application
Please provide the information required in item V of the application:
• downstream sewer permit number
• downstream (receiving) sewer size
• system wide collection system permit number.
We'll continue review/drafting the permit upon submittal and review of this information.
Thx
ted
Ted Cashion
Water Quality Regional Operations